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Zhi-Zhong Li

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Open access Sep 2026

Transverse Seismic Response of a High-Pier, Long-Span Stiff-Skeleton Arch Bridge Equipped with Transverse Steel Dampers

This study numerically examines the transverse seismic response of a high-pier, long-span stiff-skeleton arch bridge equipped with transverse steel dampers (TSDs). A three-dimensional SAP2000 model represents the primary bridge members predominantly with elastic beam elements. Nonlinear behavior is concentrated in the...

Hua-Ping Yang, Rui-Feng Yu, Lin-Xi Duan et al. · 0 citations

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